Flow resistance of flexible vegetation in real-scale drainage channels

被引:0
作者
Nicosia, Alessio [1 ,3 ]
Carollo, Francesco Giuseppe [1 ]
Palmeri, Vincenzo [1 ]
Ferro, Vito [1 ,2 ]
机构
[1] Univ Palermo, Dept Agr Food & Forest Sci, Palermo, Italy
[2] Natl Biodivers Future Ctr NBFC, Palermo, Italy
[3] Univ Palermo, Dept Agr Food & Forest Sci, Viale Sci,Bldg 4, I-90128 Palermo, Italy
关键词
biomechanical characteristics; dimensional analysis; flexible; flow resistance; open channel; self-similarity; vegetation; velocity profile; INCOMPLETE SELF-SIMILARITY; TURBULENT SHEAR FLOWS; GRAVEL-BED RIVERS; HYDRAULIC RESISTANCE; VELOCITY; LAWS; DYNAMICS; EQUATION; ELEMENTS; EROSION;
D O I
10.1002/hyp.14883
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The definition of simple and accurate methods to estimate flow resistance in vegetated channels is still a challenging issue in soil bioengineering practices and programming riparian vegetation management to control channel conveyance capacity, sediment deposition, and flooding propensity. In this paper, measurements collected by Errico et al. (2018, 2019) in drainage channels colonized by common reed (Phragmites australis) were used to study the effect of flexible vegetation and its management in flow resistance estimate. At first, a theoretical flow resistance equation, obtained applying dimensional analysis and incomplete self-similarity condition for the velocity distribution of an open channel flow, was briefly summarized. Then, this flow resistance equation was calibrated and tested by open-field hydraulic experiments carried out by Errico et al. (2018, 2019) at the real scale of existing vegetated drainage channels. In particular, the Gamma function of the power velocity profile was empirically related to the slope energy and the flow Froude number by using the available measurements. Taking into account the hydrological regime of the flow in the investigated channels, the original data set was divided into two sub-data sets (calibrating and testing data set) exploring the same range of measured discharges. The calibration and testing of the flow resistance equation were carried out without distinguishing measurements corresponding to different vegetation conditions (full-vegetated, half-vegetated, non-vegetated, central vegetation cut, extensive vegetation cut). The analysis demonstrated that the theoretical flow resistance equation allows an accurate estimate of the Darcy-Weisbach friction factor which is characterized by errors that are always less than 10% and less than or equal to 5% for 90.9% of the investigated cases. The finding of this study also allowed to evaluate the effects of different vegetation management scenarios on flow resistance.
引用
收藏
页数:10
相关论文
共 66 条
[1]   Direct measurement of vegetation resistance in prototype scale [J].
Armanini, A ;
Righetti, M ;
Grisenti, P .
JOURNAL OF HYDRAULIC RESEARCH, 2005, 43 (05) :481-487
[2]  
Barenblatt G.I., 1979, Similarity, self-similarity and intermediate asymptotics
[3]  
Barenblatt G.I., 1996, Dimensional Analysis
[4]  
BARENBLATT GI, 1991, CR ACAD SCI II, V313, P307
[5]   SIMILARITY LAWS FOR TURBULENT STRATIFIED SHEAR FLOWS [J].
BARENBLATT, GI ;
MONIN, AS .
ARCHIVE FOR RATIONAL MECHANICS AND ANALYSIS, 1979, 70 (04) :307-317
[6]   SCALING LAWS FOR FULLY-DEVELOPED TURBULENT SHEAR FLOWS .2. PROCESSING OF EXPERIMENTAL-DATA [J].
BARENBLATT, GI ;
PROSTOKISHIN, VM .
JOURNAL OF FLUID MECHANICS, 1993, 248 :521-529
[7]   SCALING LAWS FOR FULLY-DEVELOPED TURBULENT SHEAR FLOWS .1. BASIC HYPOTHESES AND ANALYSIS [J].
BARENBLATT, GI .
JOURNAL OF FLUID MECHANICS, 1993, 248 :513-520
[8]  
Carollo F. G., 2008, P 31 CONV NAZ IDR CO
[9]   Flow resistance law in channels with flexible submerged vegetation [J].
Carollo, FG ;
Ferro, V ;
Termini, D .
JOURNAL OF HYDRAULIC ENGINEERING, 2005, 131 (07) :554-564
[10]   Flow velocity measurements in vegetated channels [J].
Carollo, FG ;
Ferro, V ;
Termini, D .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2002, 128 (07) :664-673